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HomeMy WebLinkAbout456-3 MATCHLINE SEE SHEET 2 r BLDG. 1 \ /5_s T T i FI 'C IT (75 ,r,_ \��\ \\ \\ `� \ =�i PAD= 70.0 1 \ T FF=70.50 ` EXIST.aTRe k f#fTTER EXIST. SIOEWAL i 4 3 2% f \$ \\ \\ \ yl PAD= 70.0 ; 3 - -- \ 9,159 SQ. FT. r T /� \ \ 1 9,159 SQ.. FT., i------ .49 AC SECTION A-A \ a- MS 75.33 FL \\ \21 , I 1Y - I' 16 F1' 69. Ac I� 1 i % \ \ \ \ \ '\ 0 6 O ff 0?Cf 3 0 4 bTiP. 3 0',OT p 7 89.82 3 89 5a AC \ 69 n Tc \ ` \ `, \ 70.29 13 I 1 13 AC ^70.14 AC 13 13 7o.at AL 1^ ��: - 69. AC g 1 BLDG PROPOSED \\ `\ \\ \\ `.• \ T�{�$ 11 - _ -. - 7-T'- - 70.56-ic - ------ -- ------ - --7ot YC _ r 716 v� Z '� 69.98 T/ ,. ` \ ' � 70.13 AC 5 2 70.07 rt ac 70.06 AC 2 5 69.64 AC 69 5W AC 2 �.48 AC �. 69 46 AC 3 ' go - 2%MIN. , 69 00 Si 0 SS �..... .. 0 SS 0.5i� '� 6-- AC I® d \ 5i _._ _ 21%MAX \ \99 A\C _ \\ �� 2 70.22 AG 03 AC 1 T f 169:4i�c n a SECTION B-g (7sos)F A v 70,32.,�. 70.13� �m"itc � �68,AAC �m�szX 69+a�c � _ ,( NTS \ e 3 t.33i 19 Tc ��. ,1r T N44• 't:_u.s' / 3 :. 71' 3 6sa9iL ��rm ;1 -130• , N69.6zAc 1 8982Acl s.aec._ 1 �•t} 7}.13 W: - � 70:73 AC - \ --TT- 7t 75y I + x �;n AC 66.2o fE s' v.s' z' �1 \ \ � T--_ nasAc 3 7 1 •\ \ t v�i•'.=tl-'�-.Ga'.l� 6z 4 i N ... _,. -- 16 \ 1 Tc EXIST.CUfiB It GUTTER IX[ST. SIDEWALK PROPOSED 1 } f - sfi T ' 2% 2% BLDG. 1 y 2�S \\ \ \p 13 \ 3 7t.56 Ac `I 7 5 F6 4.SB.i _--- T�--� 73.75 AC •� 69 68 44 T 1 � i 2g MIN. .-1 .� � 1 .:� b'{ Zf 6si55 Tcc 67.94 FL s7.6or1, 2 5 1 70.06 C C'nt 3 �(2� �- 1 3 21%MAX \ i 3 \ 2 > 0.34i n.66 Ac 1 i 3 ;T 72.02 - -i,l \ 1 .� 7 _ 5 Tc 71 s6 Ac. ~~ �, EI ` 7 0 _ : _I t. Ac SECTION C-C ` 13`` ----~`curL-F _ --- f! g \ o a J2.A9-AC - -NIS 1 ^I #AN _ _ fy _ � 7O \ 1 s /2, SQ. FT. - 5' C \ A is )TI `, ®1 5 74 73 72 T1 70 a9.fiz rTq i�j 73Ac -;.3s TC 70.06 Ft: T 4i �6s56 rc - g \ I \ \I I 1.a5tAc .. ... .. ..... I�'��' r 69.06 Ac I - - I \�-- -L_�T 1.68 AC 4 ) u ♦A i1.ao Tc i 11 1 Arc \ 67 16 'I i IXISIING G101W0 71 24 AC i 70.50 AC 70.50 AC 3 67.50 TC �•� R__4 p zi 667 Tc 35FL) b 21 E + 69.91 TC® 67.05 ACg ° 71.52 TTTTACGCCC �7 "'��� ttt::✓JJ 4 - 4 ® 69.41 R 4 67 19 10 R 71.42 is 5i 1 -- •------ ----- o si ----�_._.__--__.___- 3 37z t4 '4 8 - 2i - �-t i_ 21 Ya _ ... 7o... yCRATR�1 (it/CE YO CPA N 1% _ - N41'41 s .m' � - - .. -- - \- - 66.85 F6 3 2 __ \ ` t1 ;i 41 14Y M ._ C 88 2 iL ' �EXISING 90M \9 19 \\ 12��0- 9 19 _l�_ � � -�������� SECTION E-E \ \ , ,T 12;7 = -- -. � SECTION D-D _ ��. 2>>, - - ; NIS NTS y I PROPOSED I EXISTING BLDG. 28' I BLDG. CONSTRUCTION NOTES EXIST. CURB&GUTTER MATCH EXISTING I Q1 PLACE 3'A.0 PAVING OVER OVER 5.4'CLASS II AGGREGATE BASE(PARKING AREAS) -- IMPROVEMW7JTS 2O PLACE 4.6'A.C.PAVING OVER 11.3'CLASS II AGGREGATE BASE(DRIVE THRU AREAS) \ ------ ... 3O CONSTRUCT TYPE D 6'CURB ONLY PER RIVERSIDE COUNTY STD.NO.204 CONSTRUCT 6'CURB&18"GUTTER PER DETAIL ON SHEET 4 - '"''`"` CONSTRUCT 3'WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 4 SECTION F-F © CONSTRUCT 3'WIDE CONCRETE CHANNEL PER DETAIL ON SHEET 4 O7 INSTALL UNDERWALK DRAIN PER RIVERSIDE COUNTY STD.NO.303 NTS © INSTALL WHEELSTOP O CONSTRUCT 6'HIGH PARTIALLY RETAINING C.M.U.GARDEN WALL PER DETAIL ON SHEET 5 5 n 10 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLANS II[ 11 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 g 12 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.NO.207 EXIST. DRIVEWAY OFF I DECORATIVE 13 CONSTRUCT 6'TO 0'CURB TRANSITION PER DETAIL ON SHEET 4 CHANTY STREET I CONCRETE --_ �TJa IS,~N '!•Y9•a.2 14 CONSTRUCT 4'THICK P.C.C.CONCRETE g 15 CONSTRUCT TYPE D 8'CURB ONLY PER RIVERSIDE COUNTY STD.NO.204 "� "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE C._r T APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE i6 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 q LAWS AND A PERMIT CAN BE ISSUED." 17 CONSTRUCT 6'CONCRETE U-CHANNEL PER DETAIL ON SHEET 4 , NOTE: 18 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 S SECTION G-G o7) 4f-ZS-D L SEE SHEET 5 WALL PROFILE FOR ALL TOP OF 19 OMIT BLOCKS IN PA WALL FOR DRAINAGE PER DETAIL ON SHEET 4 20 0 20 40 60 NTS RAY CFDONNELL, CITY ENGINEER RCE#26603 WALL k TOP OF FOOTING ELEVATIONS SEE SHEET 4 FOR DETAILS 20 CONSTRUCT DEEPENED FOOTING PER DETAIL ON SHEET 4 GRAPHIC SCALE UNDERGROUND SERVICE ALERT �® BENCH MARK: LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS Q Es ,o engineering-planning-surveying CITY OF LAKE ELSINORE SHEET CALL: TOLL FREE AT THE INTERSECTION OF CHAEY STREET AND A PORTION OF LOTS i AND 3 IN BLOCK 89 OF IEALD'S THE CENITMIhE OF CHAEY STREET(N43- 44' 08')AS SHOWN ON O y •A _ 1485 SPRUCE STREET, SUITE H IN THE COUNTY OF RIVERSIDE, CALIFORNIA y RIVERSIDE, CA 92507 MINTHORN STREET,AT THE SW'LY CORER OF THE RESUBDIVISION OF THE CITY OF ELSINORE,AS SHOWN RECORD OF SURVEY,FILED IN BOOK 91, PAGES 1 THTU 3, RECORDS PHONE: 909.342.0036 PRECISE GRADING PLANS t9 INTERSECTION,38.5'NW OF THE CENIERLINE OF BY MAP ON FILE IN BOOK 8 PAGE 378 OF MAPS, OF RIVERSIDE COUNTY,CALIFORNIA. � z �M FAX: 909.342.0268 FOR OF 7 SHTS. _ 1-800-227-2600 CHANEY STREET,2.0'SE OF A STREET LAMP �'�1 z POST,8.5'SE OF PPI 2357956E,SW'LY OF A RECORDS SAN WHOLE COUNTY,CALIFORNIA, a q.. 2/A31 ,_ DESCRIBED AS A WHOLE. E>�.12/31/04 � � � GZ NEAR-CAL CORPORATION 1 FIRE HYDRANT,A CHISELED SWARE IN THE TOP �+? CIVIL �p FILE NO. OF CURB. MARK REVISIONS APPR. DATE 4�.� 1V The Cornerstone Group RUDE 55955 EXP. 12/31/04 3999 \ TWO WORKING DAYS BEFORE YOU DIG A-93-17 12/95 ELEV. 1273.77 DESIGNED BY: D.K.B. DRAWN BY: D.K.B. CHECKED BY: R.E.N. COMMERCIAL PROJECT#2001-02 IUI.E T:\3999\N9\a m9\39 03. DATE P 01,2002 TIDE. 1:13 PN